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1731 WALNUT ST 2017-09-06
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1731 WALNUT ST 2017-09-06
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Last modified
9/6/2017 3:47:45 PM
Creation date
8/25/2017 2:11:24 PM
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Address Document
Street Name
WALNUT ST
Street Number
1731
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Q ^ <br /> � o <br /> N <br /> m <br /> m <br /> 1/4' X 3' LONG LAG BOLTS Z) a <br /> #12x4" SMS W/2" O.D. ALUMINUM WASHER FOR 90 MPH WIND SPEEDS <br /> LOCATE 1-ANCHOR 3 1/2' EACH o <br /> & NEOPRENE INSERT SPACED ® 6" O.C. SIDE OF MULLION AND AT 16' o/c <br /> BETWEEN EACH MULLION <br /> PIERS PATH TIE DOWNS <br /> BASE/WALL CAP SEE Q PER LOCAL CODE. <br /> n 25 <br /> SAME AS BEARING EXPANDER w a <br /> TO MULLION w 1�5 o K <br /> BASE SPLICE $ ~o = <br /> TO BE 8' MINIMUM J <br /> N w a <br /> FROM VERTICAL MULLION = <br /> INSULATED STRUCTURAL <br /> DECK PANELS a < _ <br /> ALUM. FLASHING — w <br /> F 7 d Z w U <br /> ZW w <br /> W < � <br /> 2—#8 TEK SCREWS BEARING WALL SECTION ON 1 a m <br /> EACH SIDE OF MULLION TEMO NER APPROVED DECK PANELS N z <br /> FOR 90 MPH WIND SPEEDS Z a <br /> g < 3 � � <br /> CONTINUOUS PANEL GUTTER — THRU o <br /> W/#8 SMS ® 12'O.C. TOP & A Ln <br /> BOTTOM TO ROOF PANEL a t /4' x 3' LONG LAG BOLTS 9 <br /> SEE(5 / � ,n FOR 90 MPH WIND SPEEDS Z <br /> ® LOCATE 1-ANCHOR 3 1/2' EACH w a z <br /> / 1'-6' MAX. OVERHANG N Of SIDE OF MULLION AND AT 16' 0/C 3 <br /> WALL CAP SPLICE SEE Q7 J BETWEEN EACH MULLION a 6 Y <br /> o <br /> TO BE OVER VERTICAL MULLION z BASE/WALL CAP SEE Q7 n <br /> z SAME AS BEARING EXPANDER m <br /> TOP EXPANDER SHALL ¢ TO MULLION u Z <br /> BEAR FIRMLY ON MULLION HEADER PER 9� o PIERS WITH TIE DOWNS a <br /> z BASE SPLICE i <br /> SECTION PRIOR TO INSTAL- z Z PER LOCAL CODE. <br /> TO BE 8' MINIMUM 4a <br /> LATION OF FASTENERS A THRU r+ o o FROM VERTICAL MULLION m <br /> 1/4"0 EXPANSION ANCHORS 1, _ EXIST. OR NEW WOOD a a <br /> a DECK IN GOOD CONDITION N <br /> FOR 90 MPH WIND SPEEDS m o <br /> LOCATE 1-ANCHOR 3 1/2" EACH z w ALUM. FLASHING o 0 <br /> :m LLJ SIDE OF MULLION AND AT 16" O/C o0 0 <br /> BETWEEN EACH MULLION SILL PER <br /> < U <br /> BASE/WALL CAP SEE 7� BEARING WALL SECTION JZ 2 '1a00 <br /> SAME AS BEARING EXPANDER ON WOOD DECK m <br /> Lo <br /> TO MULLION _ <br /> BASE SPLICE THRU N 1/4'0 EXPANSION ANCHgQRS r* o <br /> TO BE 8 MINIMUM A FOR 90 MPH WIND SPEED6 N <br /> FROM VE\1-lCAL MULLION � LOCATE 1-ANCHOR 3 1/2\EACH <br /> SIDE OF MUWON AND AT 1 0/C <br /> EXIST. Of6NCRETE x BETWEEN EACH MUWON <br /> SLAB IIINCONDITION BASE/WALL CAP SEE 7� ,� Q w <br /> SAME AS BEARING EXPANDER ! 0 V j <br /> ^� °D TO MUWON 0 <br /> C' N <br /> h \ Z Z Z <br /> BASE SPLICE D Q W <br /> TO BE 8' MINIMUM <br /> 0 <br /> ` d a d N FROM VERTICAL MULLION 1 U U <br /> Ld <br /> - LIMESTONE SILL ° e N 0 Q <br /> MORTARED TO BLOCK WALL M Q <br /> SOV WASy0 v <br /> C DATE <br /> yr is 2 � 2016 <br /> PIERS OR FOOTINGS Nov , <br /> PER LOCAL CODE. WAY E <br /> 1-1/2" MIN. ® 1/4"0 20400 HHAAOPEE <br /> LL RD <br /> TUN TW.W 4811M <br /> ANCHORS BEARING WALL SECTION �`8°°SIO'44-BW <br /> PROFESNAL ENGINEER <br /> 44477 ON LIMESTONE SILL WA Lk"T7 <br /> DRAWN BY: <br /> �FCIs V, `U`v <br /> I CUSTOMER: <br /> BEARING WALL SECTION ON CONCRETE V DWGSNDO.: <br /> ��TLs COUN RYSUNR4 <br /> S <br /> 2TES4 <br /> 4OF7 / f <br />
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